Summary for Test 2024-08-09-39-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994327 DEA: 081G4704 EFIS: 0816000001 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-3.1/53.5 |
| Award Date | 04/06/2023 |
| Closeout Date | 10/05/2026 |
| Work Description | STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
| Sample Taken Date | 08/09/2024 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/12/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA A SP R15 | The quantity of what the sample constitutes | 16 BOXES OF HMA, 2 QTS OF PG64-28PM |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | GABRIEL |
| Last name of sampler or witnessed by | RAMIREZ | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0384-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA Corona | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 105927 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-08-09-39
DIME Test ID: 2024-08-09-39-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2024-12-10
Test Results
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 08/15/2024
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 15000
Impression at specified number of passes average: 2.24 mm
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.08 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.4 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2024 ✔